A town has an existing horizontal sedimentation flow tank with an overflow rate of 17 m³/day/m², and it is desirable to remove particles that have settling velocity of 0.1 mm/sec. Assuming the tank is an ideal sedimentation tank, the percentage of particles removal is approximately equal to
A town has an existing horizontal sedimentation flow tank with an overflow rate of 17 m³/day/m², and it is desirable to remove particles that have settling velocity of 0.1 mm/sec. Assuming the tank is an ideal sedimentation tank, the percentage of particles removal is approximately equal to
Chapter2: Loads On Structures
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
Transcribed Image Text:A town has an existing horizontal
sedimentation
flow
tank with an overflow rate of
17 m³/day/m², and it is desirable to remove
particles that have settling velocity of 0.1 mm/sec.
Assuming the tank is an ideal sedimentation tank,
the percentage of particles removal is
approximately equal to
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